Original source · versioned page text
BR190571 - Civil Set
The original of this document is very large (11.4 MB). Opening the original or downloading it may take a few minutes. Please be patient and don't click again. The page text is quick to read. If you are on mobile data, it is best to wait until you are on Wi-Fi.
Original PDF page 7, section 1. The text section number identifies this passage in the reader.
GTP3783 LEGEND
PROPOSED CARPARK PAVEMENT - REFER PAVEMENT PLAN C5.01 FOR
PAVEMENT TYPE /EXTENTS
PROPOSED CONCRETE FOOTPATH - REFER CIVIL DETAILS SHEET C6.01
FOR DETAILS
1.15m
PROPOSED TANKS - REFER NOTES BELOW
1.46m
N6
PROPOSED LANDSCAPING - REFER TO LANDSCAPE ARCHITECTS
DRAWINGS FOR SURFACE TREATMENT
N13 2
6 4
. .3 PROPOSED BIORETENTION AREA - REFER DETAIL SHEET C4.02 AND TO
26 EX1 E X 1
LANDSCAPE ARCHITECTS DRAWINGS FOR SURFACE TREATMENT
RP72829
EX
1.
N12 CONCRETE SCOUR PROTECTION TO BIO RETENTION BASIN
61
1
2.00m
4
.3
P1
PROPOSED CROSSOVER - REFER EXTERNAL WORKS SHEET C3.02 FOR
P1
.5
DETAILS
EX
4 1
1.
35
PROPOSED SAW CUT
13
7
1 .6
P12.50 PROPOSED PAVEMENT LEVEL
PROPOSED EX
7.00m
N7
1.40
1.50
1.60
S12.50 PROPOSED SURFACE LEVEL
1.70
BUILDING 80 5 WS PROPOSED WHEELSTOP - REFER DETAIL SHEET C6.01
85
1.
FFL RL1.90m 1.
1.9
1.90 P#
X
E EX12.50 EXISTING SURFACE LEVEL
0
2
44
C PROPOSED LANDSCAPE CONDUIT
.
25
P1
5
P1
6
.6
.6
.8
P1
P1
34
PROPOSED STORMWATER PIPE - REFER C4.01 FOR DETAILS
EX
2 6
77 59
1.
1.
4
1. PROPOSED UNDER CANOPY DRAINAGE (HDPE DN160 AT 1.0% GRADE U.N.O)
73
4
EX
1
78
EX
.
3
P1
.8
N8 PROPOSED BOLLARD - REFER TO ARCHITECTURAL DRAWINGS FOR
P1
1.80
B
1.90
2
1.90
1.8
1.80
0
1.9
1.
DETAILS
2
90
80
2
0
.
.8
0
P1
P1
P1
61.00 PROPOSED SURFACE CONTOUR (0.10m INTERVAL)
1.
6
.8
7
80
.6
41
1
20 EX N1 REFER NOTE 1 FOR DETAILS
RP131598
9
P1
91
2.00m
RP72829
.8
.
P1
RP72829
84
P#
P# P# P# P#
1.50m
N20
N9 EXISTING SERVICES LEGEND
N19
N6 DEVELOPMENT BOUNDARY
1.8
0
61.00 EXISTING CONTOUR (0.25m INTERVAL)
EX
1.
85
EXISTING STORMWATER
5
EXISTING SEWER
3
P1
1
.9
. 85
P1
EXISTING WATER
3
1. 1.
1.90
80 90
0 EXISTING ELECTRICAL - OVERHEAD
1.80
1.80 1.8
EXISTING TELECOMMUNICATIONS
P1
.8
06
EXISTING FENCE
N13 N19
N6 N13
N12 X EXISTING SERVICE TO BE MADE REDUNDANT AND REMOVED
57
P1
.8
P1
1
.7
EX
.7
2
6
4 6 1
EX
5
0
37
68 69 72
EX
1.70 .7
NOTES
67
P1
P1
P1
82
. . 1.
1.
X1 X1 1
1.
.6
.5
.6
85
.6
.6
EX EX
EX
61
P1
E
18
42
60
E P1
5
1.60
8
-0
1. TRAFFIC MANAGEMENT PLAN TO BE SUBMITTED AND APPROVED BY THE
2.00m
.3
0
P1
6
1
63
02
22
.6
SUPERINTENDENT, ACOR AND NOOSA CITY COUNCIL PRIOR TO COMMENCING WORK.
.5
EX
31
.
.7
P1
P1
4
8
17
68
6
P1
N6
.4
2. NOOSA CITY COUNCIL STD/MODIFIED CROSSOVER. REFER (COUNCIL) STD DWG RS-051
1.
5.71m
.5
1.64m
9.30m
P1
1.00m
.
75
P1
1.50
P1
FOR DETAILS AND THICKNESS (UNO).
P1
3
8 1.00m 3
7
1.40
85
55
.6
49
.6
. 3. PROPOSED WORKS TO MATCH NEATLY TO EXISTING.
2
.
P1
.5
N11 P1
6
X1 P1 4. LOCATION, SIZE AND DEPTH OF EXISTING SERVICE TO BE CONFIRMED PRIOR TO
0
E 24.68m
74
82
1
EX
EX
3
.4
30 4 COMMENCEMENT OF CONSTRUCTION WORKS.
.2
1. N8
P1
1.
1.
.
P1
X1
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalVery large file: the download may take a few minutes. If you are on mobile data, it is best to wait until you are on Wi-Fi.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.